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US6 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.25973, -96.03444
41°15'35" N, 96°02'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US6 over LITTLE PAPILLION CREEK
Structure number:S006 36742
Location:78TH @ DODGE OMAHA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47,955 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:68.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.1FairSatisfactoryFairSatisfactory-47955
May 201468.1FairGoodFairSatisfactory-47955
March 201477.7FairGoodFairSatisfactory-47955
March 201281.5FairGoodFairSatisfactory-50785
February 201082.2FairExcellentFairSatisfactory-44875
March 200879.9FairExcellentFairSatisfactory-66260
January 200679.9FairExcellentSatisfactoryFair-66260
July 200481.6FairExcellentSatisfactoryFair-50060
February 200280.8FairExcellentSatisfactoryFair-57700
October 200081.2FairExcellentGoodFair-54200
October 199880.1FairFairGoodFair-54200
August 199677.9FairFairVery GoodFair-55930
September 199480.4FairFairVery GoodFair-41500
July 199278.9FairFairVery GoodFair-58765
December 199178.9FairFairVery GoodFair-58765

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.545537080
Deck
Reinforced Concrete Decksq. ft.1,0561,056000
Wearing Surfacessq. ft.858858000
Substructure
Reinforced Concrete Columneach1412200
Reinforced Concrete Abutmentlinear ft.57290280
Reinforced Concrete Pier Caplinear ft.6565000
Bearings
Elastomeric Bearingeach216216000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.61491200